Public Works, Sewer and Water
Regular MeetingVerona, WI · September 30, 2019
Minutes
CITY OF VERONA
MINUTES
PUBLIC WORKS/SEWER & WATER COMMITTEE
MONDAY, SEPTEMBER 30, 2019
1. The meeting was called to order by Mr. Kemp at 5:20pm.
2. Roll Call: Present: Chad Kemp, Sarah Gaskell. Evan Touchett arrived at 5:40pm. Also present: Theran Jacobson,
Public Works Director; Katherine Holt, Community Development Specialist; Carla Fischer, City Engineer /
AECOM; Brian Munson, Vandewalle and Associates; Chris Elhers, Veridian Homes; Dan Day, D’Onofrio Kottke
and Associates; Mike Wagner, Brown and Caldwell; Jim Ferolie, Verona Press.
3. MOVED by Gaskell, seconded by Kemp, to approve the minutes of the September 9, 2019 meeting of the Public
Works/ Sewer and Water Committee. Motion carried 2-0.
4. MOVED by Kemp, seconded by Gaskell, to recommend approval of the agreement with Dane County for
construction of CTH PD between Woods Road and CTH M. Motion carried 2-0.
Jacobson gave a brief overview that the agreement with Dane County is to reduce the cost for expansion of CTH
PD. This agreement between City of Verona and Dane County is for cost sharing of the design and construction
elements for the expansion of CTH PD between Woods Road and CTH M. The City of Verona is the lead agency
for the project and will administer the project. The cost split is based upon specific construction elements such
as asphaltic pavement, lighting, landscaping, pavement markings, etc. The cost for City of Verona is estimated to
be $1,324,000 and Dane County is $881,000. City attorney has reviewed the agreement and has no concerns.
Jacobson noted certain elements of the agreement are 50-50 and other elements are different cost shares
depending on the element. Overall, Dane County is a good partner. This agreement is the similar to the CTH M
project. November 2020 is the target for completion.
5. MOVED by Kemp, seconded by Gaskell, for amendment number 2 for intergovernmental agreement for final
design of CTH M from Prairie Hill Road to Cross Country Road. Motion carried 2-0.
Jacobson explained the amendments for the two items. This is an agreement to clean up the language to match
what was completed. Amendment No. 2 of the IGA is for the costs of two of the additional design services
required to complete the CTH M reconstruction project included in Amendment No. 1 that was approved on
September 25, 2017. Amendment No. 1 identified the tasks but the costs were not included. The design cost is
split between Dane County Highway, City of Madison, and City of Verona. The additional cost for the City of
Verona is $53,035 for a total of $420,000.
Costs included in Amendment No. 2 are as follows:
• Value engineering (VE) analysis
• Westbound underpass design
Gaskell asked how to travel westbound for the underpass.
Jacobson stated that someone traveling westbound would have to exit CTH PD (like a freeway) east of CTH M to
go westbound after the intersection of CTH M. If the exit is missed vehicles cannot continue westbound on CTH
PD at the intersection of CTH M.
6. MOVED by Gaskell, seconded by Kemp, for amendment number 1 for project 2016 – 118.2, Wastewater Master
Plan Phase II. Motion carried 2-0.
Amendment No.1 for the wastewater master plan was to perform additional tasks not included in the original
contract. The additional work is to properly incorporate the east basin and to evaluate a relief alternative for the
Eastview Heights and Military Ridge sewershed.
Ultimately these two tasks decreased future pipe sizes of the eastside interceptor and other areas throughout
the system, saving money during future design and construction phases.
The original contract was $95,961 and the cost for Amendment No. 2 is $9,250.
Jacobson explained the amendment and showed the locations on a map. Instead of upsizing existing
infrastructure, the City could add a relief sewer on Old CTH PB. This is a bypass sewer known as a relief. This
means spending more money up front on engineering, but saving money in the long run on construction.
7. Discussion regarding Project 2018-114, Lincoln Street storm water facility.
Jacobson introduced Mike Wagner from Brown and Caldwell who is the lead for designing the Lincoln Street
stormwater facility. This is a water quality project for the Downtown area watershed. The City was able to get
the Lincoln Street stream classified as an intermittent stream, which will help with a full diversion of the stream
to maximize volume of stormwater runoff that could be treated.
Wagner showed a map and site plan of the area. He did hydrologic and hydraulic analysis for water surface
elevations. Their recommendation is to create a diversion berm from the open channel to divert water into the
facility for water quality treatment. The high flow events would bypass the berm releasing it downstream to
ensure that flooding would not happen up stream of the diversion. At the diversion the water surface elevation
is anticipated to increase but on City property with no adverse impacts.
Gaskell asked if the berms are walkable? Is the City thinking about having a classroom lab in this location similar
to Whalen Road pond as is it more accessible for schools?
Jacobson stated this berm is not walkable at the diversion berm area, but others in the City are walkable. The
City can add information signs to the Lincoln Street pond similar to Whalen Pond.
Gaskell asked if the pond will be wet all the time as this will be a concern for Hometown Days and infestation of
mosquitoes.
Jacobson stated that the water in the pond will stay there and not be aerated. The area used for Hometown
Days will not change.
Wagner stated that the flow from the channel will have a constant flow rate as well as wind to ward off
mosquitos. There is always a perception that the mosquitos will come from the pond, but it won’t be the case.
As part of this project, the City will have to do thermal mitigation to not affect the trout populations, which
could be included in the informational signs as well as mosquitos.
Wagner showed the tables that contained the number of factors evaluated for the size of the pond for
population removal. Total suspended solids and Total phosphorus (TP) were used for the evaluation. TP has no
chemical treatment associated with this pond.
5:40 pm Touchett arrives
Sustainability plan would include phosphorus options and improvements.
Jacobson noted this is programmed for 2021 construction
8. Discussion regarding the Woods at Cathedral Point subdivision. Jacobson reviewed the location of the
property. After presenting at the Plan Commission on September 3, 2019 input was requested from the PWC on
the following concerns:
• Side yard setbacks
• Kettle drainage
• Private / Public Alleys
• Ice Age trail coordination
Ice Age trail coordination:
Chris Ehlers from Veridian stated that Ice Age Trail coordination is underway. An agreement was made regarding
prairie burns and making sure no structures will be placed in the backyard. A berm will be placed on Veridian
property between the trail. Sod on the berm with a natural break from the prairie.
Touchett asked if water will go away from the trail to drain towards the roads.
Ehlers confirmed that the water will go to the front yard, but does it naturally today. Parkland dedication to the
Ice Age Trail is being proposed. Nothing new will be drained into the existing kettle.
Gaskell asked if the trail head would become bigger to allow for more parking. There is a concern that people
would park their cars interior to the neighborhood to get to the trail.
Dan Day from D’Onofrio Kottke and Associates stated that the trail’s frontage along CTH M will double. There
should be more foot traffic from the west for the trail.
Kettle drainage:
Day stated that the existing flow out of the kettle will use storm sewer pipes under CTH M by Range Trail. There
would be no additional water in the kettle as the pipes carry out the over flow from the pond. The water from
the multifamily areas would be routed to the west. There is a low point at some location on Range Trail. The
existing Cathedral Point pond has a routing point from this property to Cathedral Point pond.
Gaskell stated that a stormwater facility should be a facility and not parkland per Plan Commission comments.
What is the open space to the east of the stormwater management pond?
Day stated that the design allows for preservation of the existing tree lined area by the stormwater
management pond and are in discussions with the Parks Committee to have a portion of it count towards
parkland.
Private/public alleys:
Gaskell stated that private alleys will not occur.
Day stated that they are open to either options; private or public. The alleys will be built to public standards
even if it is private. 26-feet of right-of-way is proposed. This is intentionally done to keep it from looking as
though people can park on-street. The pavement sectionhas a ribbon curb. Traffic is two-way.
Jacobson stated that City staff prefers the private alleys. The City would need different equipment to assist with
snow removal if the alleys are public. Jacobson noted that the perception of private roads from Prairie Way Blvd
and North Edge Trail cannot be used as comparison as those roads are private that connect to public roads and
have connectivity to other properties and destinations in the City. Alleys are destinations for individual
properties and provide no connectivity for the City transportation system.
Brian Munson from Vandewall stated the alleys will be for two-way traffic as the turning movements are needed
for the turns similar to a parking lot. The alleyways as two-way traffic will re-enforce that it is a low speed area
and will slow people down.
Gaskell stated that a private alley would have homeowner association (HOA) snow removal by using a private
company. Would they have their own garbage service? Snow removal for an HOA is typically a terrible idea.
Jacobson noted Waste Management loads everyone on one side. We would need different equipment to work
down the alley.
Day pointed out that the streets are designed as straight through roads instead of the original design of roads
with curved ends.
Ehlers stated that Veridian has a requirement for the HOA to hire a private company to manage the funds that
was originally established by them to ensure that there isn’t any mismanagement of funds. To date, all of their
subdivisions have had enough money to service the private roads and other areas the HOA owns. Public alleys
are shown on the plat right now.
Gaskell asked what equipment is needed if it is public? What is the cost of that equipment? Who is getting the
complaint?
Jacobson agreed to look into the cost of the equipment needed to service the alleys.
Touchett stated that if the City has any private roads, the snow removal should include driveway clearing.
Side yard setbacks:
Day explained that five-foot side yard setbacks have been done with Veridian properties since the 1990s. This is
edge of house to edge of house. From a drainage perspective, four to five lots coming together at one point is a
drainage problem. A large block was shown for this subdivision that shows the drainage for these properties,
which flows throughout the site instead of going to one spot similar to other areas in the City. Inlets are
proposed in certain location on the site as these are identified as future snow melt concerns.
Jacobson discussed some process language on how to do this to make sure the lots are graded appropriately,
information is going to the inspectors, and lowest elevations are verified by the house construction process.
Each situation is different for the drainage issues, such as Jenna Drive concentrating into one spot. The
Committee has not seen the draft language.
Fischer asked Day if the grade between the lots prior to building will be raised? Where the lot lines don’t match
up what occurs?
Day responded that no the grade would not get raised prior to building as the channels would get destroyed
while things are under construction. The lots would sheet drain except at the house location where it will be
higher.
Gaskell stated that the only reason to get the five-foot setback is to get more density. There are utilities running
through the back. Gateway had a concern with retaining walls that were installed without approval and had a
utility pipe underneath the walls. It was narrow to begin with and is now two-feet wide. The City had to remove
the walls to fix the drainage for the pond area.
Ehlers stated that the five-foot setbacks will help with the variety of products and have $300,000 homes.
6:15 pm Kemp left.
Touchett wants rowhouses instead of roofs closer together.
Gaskell asked if we promise that these homes will stay at $300,000? Five-foot setbacks are in place are a no. She
would consider the proposed language to see if the setbacks and drainage would work.
Ehlers wants to build the first phase in April. Veridian can back the price. We have met with the school, fire, and
Mayor.
Touchett asked if any of these are rowhouses? He is inclined to allow for twinhomes with smaller setbacks.
Muson explained that rowhouses and twinhouses have different building code requirements. It is more cost
effective to build twinhouses than rowhouses.
9. MOVED by Touchett, seconded by Gaskell, to adjourn at 6:25pm. Motion carried 2-0.
Note: These minutes were prepared by Theran Jacobson, Director of Public Works. These minutes are based
on the notes of the recorder and are subject to change at a subsequent meeting.
Agenda
CITY OF VERONA
PUBLIC WORKS/SEWER & WATER COMMITTEE
MONDAY, SEPTEMBER 30, 2019 – 5:15 P.M.
VERONA CITY CENTER
111 LINCOLN STREET
VERONA, WI 53593
AGENDA
1. Call to order.
2. Roll call.
3. Approval of the minutes of the September 9, 2019 meeting of the Public Works/Sewer and Water
Committee.
4. Discussion and action regarding Agreement with Dane County for Construction of CTH PD between
Woods Road and CTH M.
5. Discussion and action regarding Amendment No. 2 for intergovernmental agreement for final design of
CTH M from Prairie Hill Road to Cross Country Road.
6. Discussion and action regarding Amendment No.1 for Project 2016-118.2, Wastewater Master Plan
Phase II.
7. Discussion and action regarding Project 2018-114, Lincoln Street storm water facility.
8. Discussion and action regarding The Woods at Cathedral Point subdivision.
9. Discussion regarding on-going public works and utility projects.
10. Adjourn.
Evan Touchett
Chairperson
POSTED: Verona City Hall, Verona Public Library, Miller’s Market
ALL AGENDAS ARE POSTED ON THE CITY’S WEBSITE AT www.ci.verona.wi.us
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CITY OF VERONA
MINUTES
PUBLIC WORKS/SEWER & WATER COMMITTEE
MONDAY, SEPTEMBER 9, 2019
1. The meeting was called to order by Mr. Touchett at 5:19pm.
2. Roll Call: Present: Evan Touchett, Chad Kemp. Excused: Sarah Gaskell. Also present: Theran Jacobson, Public
Works Director; Katherine Holt, Assistant City Planner; Carla Fischer, AECOM; Adam Sayre, City Administrator;
Ron Henshue, Forward Development; Bill Dunlop, JSD Professional Services.
3. MOVED by Touchett, seconded by Kemp, to approve the minutes of the August 12, 2019 meeting of the Public
Works/Sewer and Water Committee. Motion carried 2-0.
4. MOVED by Touchett, seconded by Kemp, to recommend approval Professional Services Agreement with Mead
& Hunt for Project 2016 - 123 CTH PD (Woods Road to CTH M). Motion carried 2-0.
• Touchett asked why Meat & Hunt
• Mr. Jacobson gave a briefing about the property. Mead and Hunt is an approved consultant with
the Historical Society. Mead and Hunt have the professional team and availability to do the work.
The City Attorney reviewed the contract and approves. This study must be done prior to demolition
of the house.
5. Discussion regarding Ordinance Number 19-940 Cluster Mailboxes.
• Logistics need to be discussed.
• Kemp - How many HOA?
• Jacobson - Cathedral Point and maybe Scenic Ridge.
• Kemp - This would be required for new.
• Touchett - Prefers shelter for upper right hand side shelter open ended to assist with snow covering.
• Touchett - Minimum of four units is deceiving.
• Touchett did a drawing of an intersection of location of CBUs. We can add a carriage walk for USPS that
neighbors maintain and clear. Carriage walk from back of curb to CBU. Prefer landscaping around the
CBU for screening of neighboring properties. Want a carriage lane instead of walking up the driveway.
Maximum 15 minute parking in front of the mailboxes should be done to encourage people to not park
in front of the house. Carriage walk is not maintained by the City. Encourage one CBU for a person to
maintain on property by them similar to a fire hydrant.
• Touchett - We want high quality material. Only so many are approved manufactures. Discussion about
the slope and long term maintenance.
6. MOVED by Touchett, seconded by Kemp, to table discussion and motion regarding Ordinance Number 19-940
Cluster Mailboxes to a future Public Works Committee meeting. Motion carried 2-0.
7. Discussion and action regarding Whispering Coves.
• Fischer and Jacobson discussed the progress by FDG and JSD as noted below
• Jacobson discussed the school site location and school road width. This is something that should not be
a concern as the ROW is 66-feet. The typical City road section of 36-ft face to face of curb will fit into the
66-foot ROW. When the school is decided the school or developer will construct the improvements
adjacent to the property.
• There is more parkland with potential street parking, but it can be worked out in the future. The
geometric can change in the future.
• The intersection spacing and geometrics were addressed now within the WisDOT FDM standards.
Dunlop stated it now comes into compliance. Hemlock Drive and the road going north were completed.
Morning side is designed to the same standards.
• The outlot located for Highland View Pass should be dedicated and not an outlot.
• Transportation Impact Analysis (TIA) was received on Thursday late afternoon. Jess Billmeyer did a high
level review. He sent an email to Fischer and Jacobson, but the review is in progress. The main thing at
the Committee level was the intersection analysis at CTH M and the triggers for signals and functionality.
Jacobson read email regarding analysis for triggering signals in the TIA and the intersection would have a
LOS of D. Don’t believe this should be brought back to the Committee, but will be discussed at Council
for final plat approval. The TIA tells you what is needed to be built and plans tell you what the right-of-
way will be. The review will incorporate all necessary improvements and be included in the plans and
final plat.
• SWM facility was discussed by Jacobson regarding the retaining wall, three pumping modes, sensitivity
analysis, and number of ponds. The retaining wall extends between Kettle Creek North and Whispering
Coves, which is 20 feet north of the south property line of their development. There is adequate room to
construct, maintain, and replace the wall if it is ever needed to be done. AECOM will review the plans for
their approval. Touchett - How long will this wall last? 40+ years from now and will be owned by the city
as it is on our property. They could last longer, but this is the same wall that is going in for CTH M. It
faces north which will help with the weathering. There will be straps and drain tile behind the wall.
• Pumping operations for the amenity is gone. The infiltration was met without pumping is correct? Yes,
per Dunlop. There is potential for recirculation while the developer owns the pump for phase 1
construction to avoid the force main being built to the Dry Tributary until it is needed. Fischer will
double check the analysis to make sure everything will work.
• Touchett - Concern is what is proposed will not necessarily work as expected after construction. He
wants to make sure this circulation will perform the way it should perform.
• Fischer - The blue pond was changed and the small dry basin was changed based on the analysis from
test pits and infiltration rates. They are metering out the big pond slowly. This will change the type of
vegetation.
• Touchett - What happens if it doesn’t work as planned and how will we know?
• Jacobson - The soil borings and test pits are the same type of soil. Explained the recirculation process. It
might make sense to put a valve for a dry year, but generally when we approve these we make them do
physical 20-feet pits to make sure things are good before approval.
• Touchett understands and is acceptable with this unless something doesn’t work.
• Lowest opening elevations on the plat is something that needs to be discussed. The lowest opening
elevations on the plat is helpful for the building inspector for this on the plat. Anything adjacent to a
SWM facility or adjacent to water/flood areas. Plus 2-feet above the surface area. Walkouts, egress
windows, everything 2-feet above this point. Staff is to work on language that can be used for to
administer elevations for this and other developments.
No action was taken on Whispering Coves but all comments at the PWC have been discussed with direction
provided for staff to verify during their review process.
8. Jacobson provided no update regarding on-going public works and utility projects.
9. MOVED by Touchett, seconded by Kemp, to adjourn at 6:06pm. Motion carried 2-0.
Note: These minutes were prepared by Theran Jacobson, Director of Public Works. These minutes are based
on the notes of the recorder and are subject to change at a subsequent meeting.
Meeting Date: September 30, 2019
PWC Memo
Public Works Committee
Listed below is an explanation of the items on the Public Works Committee agenda.
Item (4) Agreement with Dane County for Construction of CTH PD between Woods Road and
CTH M.
This agreement between City of Verona and Dane County is for cost sharing of the design and
construction for the expansion of CTH PD between Woods Road and CTH M.
The City of Verona is the lead agency for the project and will / is administering the project.
The cost split is based upon specific construction elements such as asphaltic pavement, lighting,
landscaping, pavement markings, etc.
The cost for City of Verona is estimated to be $1,324,000 and Dane County is $881,000.
City attorney has reviewed the agreement and has no concerns.
Item (5) Amendment no. 2 for intergovernmental agreement for final design of CTH M from
Prairie Hill Road to Cross Country Road.
Amendment No. 2 of the IGA is for the costs of two of the additional design services required to
complete the CTH M reconstruction project included in Amendment No. 1 that was approved
on September 25, 2017. Amendment No. 1 identified the tasks but the costs were not
included. The design cost is split between Dane County Highway, City of Madison, and City of
Verona. The additional cost for the City of Verona is $53,035 for a total of $420,000.
Cost design services included in Amendment No. 2 are as follows:
• Value engineering (VE) analysis
• Westbound underpass design
Item (6) Amendment No.1 for Project 2016-118.2, Wastewater Master Plan Phase II.
Amendment No.1 for the wastewater master plan was to perform additional tasks not included
in the original contract. The additional work is to properly incorporate the east basin and to
evaluate a relief alternative for the Eastview Heights and Military Ridge sewershed.
Ultimately these two tasks decreased future pipe sizes of the eastside interceptor and other
areas throughout the system, saving money.
The original contract was $95,961 and the cost for Amendment No. 2 is $9,250.
Page 1 / 2
Meeting Date: September 30, 2019
PWC Memo
Item (7) Project 2018-114, Lincoln Street storm water facility
Brown and Caldwell with City Staff would like to provide an update on the Lincoln Street storm
water facility design, hydrologic and hydraulic storm water modeling results, and water quality
modeling results.
Item (8) The Woods at Cathedral Point subdivision
After presenting at the Plan Commission on September 3, 2019 input was requested from the
PWC on the following concerns:
• Side yard setbacks
• Kettle drainage
• Private / Public Alleys
• Ice Age trail coordination
Item (9) On-going public works and utility projects
Discussion and updates for ongoing public works and utility projects.
Page 2 / 2
AGREEMENT FOR THE RECONSTRUCTION OF CTH PD, FROM WOODS ROAD TO
CTH M, IN THE CITY OF VERONA
THIS AGREEMENT (“Agreement”) is made and entered into by and between the
County of Dane, a quasi-municipal corporation in the State of Wisconsin (hereinafter
referred to as “COUNTY”), and the City of Verona; a municipal corporation in the State
of Wisconsin (hereinafter referred to as “CITY”)
WITNESSETH:
WHEREAS CITY and COUNTY have determined that CTH PD, from Woods Road to
CTH M, requires design and reconstruction (“the Project") as shown in Exhibit A, which
will require contributions from CITY and COUNTY; and
WHEREAS the costs of the Project will be financed by COUNTY and CITY funds; and
WHEREAS funding is to be accomplished in accordance with COUNTY policies and
past practices of cost sharing on similar CTH projects; and
WHEREAS pursuant to Section 66.0301, Wis. Stats., CITY and COUNTY wish to
formalize arrangements for the Project's cost;
NOW, THEREFORE, in consideration of the above premises and the mutual covenants
of the parties hereinafter set forth, the receipt and sufficiency of which is acknowledged
by each party for itself, CITY and COUNTY do agree as follows:
1. The Project cost share shall include the placement of curb and gutter, asphaltic
pavement, signage and final pavement markings of a four lane divided urban
roadway. The parties’ shares of the Project costs are as detailed in the attached
Exhibit B.
2. COUNTY and CITY agree to joint financial participation for the construction costs
as set forth in this Agreement and the Dane County Dept. of Public Works,
Highway and Transportation’s Policy on Joint Projects with Municipalities.
3. The Project is intended to be substantially completed by November of 2020.
4. COUNTY’s total obligations under this Agreement shall not exceed $881,000.
CITY’s total obligations under this Agreement shall not exceed $1,324,000. CITY
shall be responsible for all costs associated with the PROJECT not covered by
COUNTY pursuant to COUNTY’S cost-share policy or this Agreement.
5. COUNTY will reimburse CITY, within 60 days of billing, for completed services
according to the responsibilities stated above.
6. During the term of this Agreement, CITY and COUNTY, each for itself, agree to
abide by its own equal employment and nondiscrimination policies and
affirmative action plan.
Page 1 of 2
7. Each party shall be responsible for the consequences of its own acts, errors, or
omissions and those of its employees, boards, commissions, agencies, officers,
and representatives and shall be responsible for any losses, claims, and liabilities
which are attributable to such acts, errors, or omissions including providing its
own defense. In situations including joint liability, each party shall be responsible
for the consequences of its own acts, errors, or omissions and those of its
employees, agents, boards, commissions, agencies, officers and
representatives. It is not the intent of the parties to impose liability beyond that
imposed by state statutes. The obligations of the parties under this paragraph
shall survive the expiration or termination of this Agreement.
8. This Agreement may only be amended in writing upon agreement by both
parties. Any changes in Project costs shall be done by amendment.
9. Each party warrants for itself that it has complied with all necessary requirements
to execute this Agreement and that the person executing this Agreement on its
behalf is authorized to do so.
10. The parties may evidence their agreement to the foregoing upon one or several
counterparts of this instrument, which together shall constitute a single
instrument.
This Agreement is entered into on this ______ day of ___________________, 2019.
FOR THE COUNTY:
Date Signed: _______________ _____________________________________
Joe Parisi, Dane County Executive
Date Signed: _______________ _____________________________________
Scott McDonell, Dane County Clerk
FOR THE CITY OF VERONA:
Date Signed: _______________ _____________________________________
Luke Diaz, Mayor
Date Signed: _______________ _____________________________________
Ellen Clark, City Clerk
Page 2 of 2
EXHIBIT A
Project Plan Overview
4 of 272
EXHIIBT B
Cost Sharing Schedule
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KE^dZhd/KE> d/d D^
Ws D Ed^
ZĞŵŽǀŝŶŐƐƉŚĂůƚŝĐ^ƵƌĨĂĐĞƵƚƚ:ŽŝŶƚƐ ϮϬϬ ^z ΨϮϱ͘ϬϬ Ψϱ͕ϬϬϬ͘ϬϬ ϱϬй ϱϬй ΨϮ͕ϱϬϬ͘ϬϬ ΨϮ͕ϱϬϬ͘ϬϬ Ψϱ͕ϬϬϬ͘ϬϬ
dĂĐŬŽĂƚ Ϯ͕ϬϬϬ 'Ăů Ψϯ͘ϬϬ Ψϲ͕ϬϬϬ͘ϬϬ ϱϬй ϱϬй Ψϯ͕ϬϬϬ͘ϬϬ Ψϯ͕ϬϬϬ͘ϬϬ Ψϲ͕ϬϬϬ͘ϬϬ
,DWĂǀĞŵĞŶƚϯDdϱϴͲϮϴ^ ϲ͕ϱϬϬ dŽŶ Ψϳϱ͘ϬϬ Ψϰϴϳ͕ϱϬϬ͘ϬϬ ϱϬй ϱϬй ΨϮϰϯ͕ϳϱϬ͘ϬϬ ΨϮϰϯ͕ϳϱϬ͘ϬϬ Ψϰϴϳ͕ϱϬϬ͘ϬϬ
,DWĂǀĞŵĞŶƚϰDdϱϴͲϮϴ^ ϰϬϬ dŽŶ ΨϵϬ͘ϬϬ Ψϯϲ͕ϬϬϬ͘ϬϬ ϱϬй ϱϬй Ψϭϴ͕ϬϬϬ͘ϬϬ Ψϭϴ͕ϬϬϬ͘ϬϬ Ψϯϲ͕ϬϬϬ͘ϬϬ
,DWĂǀĞŵĞŶƚϰDdϱϴͲϮϴ, ϰ͕ϭϬϬ dŽŶ ΨϴϬ͘ϬϬ ΨϯϮϴ͕ϬϬϬ͘ϬϬ ϱϬй ϱϬй Ψϭϲϰ͕ϬϬϬ͘ϬϬ Ψϭϲϰ͕ϬϬϬ͘ϬϬ ΨϯϮϴ͕ϬϬϬ͘ϬϬ
ƐƉŚĂůƚŝĐ^ƵƌĨĂĐĞ ϭ͕ϯϬϬ dŽŶ ΨϴϬ͘ϬϬ ΨϭϬϰ͕ϬϬϬ͘ϬϬ ϱϬй ϱϬй ΨϱϮ͕ϬϬϬ͘ϬϬ ΨϱϮ͕ϬϬϬ͘ϬϬ ΨϭϬϰ͕ϬϬϬ͘ϬϬ
ƐƉŚĂůƚŝĐ^ƵƌĨĂĐĞdĞŵƉŽƌĂƌLJ ϯϬ dŽŶ ΨϮϬϬ͘ϬϬ Ψϲ͕ϬϬϬ͘ϬϬ ϱϬй ϱϬй Ψϯ͕ϬϬϬ͘ϬϬ Ψϯ͕ϬϬϬ͘ϬϬ Ψϲ͕ϬϬϬ͘ϬϬ
ƐƉŚĂůƚŝĐ&ůƵŵĞƐ Ϯϱ ^z ΨϳϬ͘ϬϬ Ψϭ͕ϳϭϴ͘ϴϵ ϱϬй ϱϬй Ψϴϱϵ͘ϰϰ Ψϴϱϵ͘ϰϰ Ψϭ͕ϳϭϴ͘ϴϵ
KEZ d
ŽŶĐƌĞƚĞƌŝǀĞǁĂLJϳͲ/ŶĐŚ ϭϯϬ ^z ΨϲϬ͘ϬϬ Ψϳ͕ϴϬϬ͘ϬϬ ϱϬй ϱϬй Ψϯ͕ϵϬϬ͘ϬϬ Ψϯ͕ϵϬϬ͘ϬϬ Ψϳ͕ϴϬϬ͘ϬϬ
ŽŶĐƌĞƚĞƵƌďΘ'ƵƚƚĞƌϯϬͲ/ŶĐŚdLJƉĞ ϴ͕ϳϬϬ >& Ψϭϲ͘ϬϬ Ψϭϯϵ͕ϮϬϬ͘ϬϬ ϱϬй ϱϬй Ψϲϵ͕ϲϬϬ͘ϬϬ Ψϲϵ͕ϲϬϬ͘ϬϬ Ψϭϯϵ͕ϮϬϬ͘ϬϬ
ŽŶĐƌĞƚĞ^ŝĚĞǁĂůŬϳͲ/ŶĐŚ ϲϬϬ ^& Ψϵ͘ϬϬ Ψϱ͕ϰϬϬ͘ϬϬ ϱϬй ϱϬй ΨϮ͕ϳϬϬ͘ϬϬ ΨϮ͕ϳϬϬ͘ϬϬ Ψϱ͕ϰϬϬ͘ϬϬ
ƵƌďZĂŵƉĞƚĞĐƚĂďůĞtĂƌŶŝŶŐ&ŝĞůĚEĂƚƵƌĂůWĂƚŝŶĂ ϲϬ ^& ΨϱϬ͘ϬϬ Ψϯ͕ϬϬϬ͘ϬϬ ϱϬй ϱϬй Ψϭ͕ϱϬϬ͘ϬϬ Ψϭ͕ϱϬϬ͘ϬϬ Ψϯ͕ϬϬϬ͘ϬϬ
ŽŶĐƌĞƚĞDĞĚŝĂŶ^ůŽƉĞĚEŽƐĞ ϰϬϬ ^& ΨϭϬ͘ϬϬ Ψϰ͕ϬϬϬ͘ϬϬ ϱϬй ϱϬй ΨϮ͕ϬϬϬ͘ϬϬ ΨϮ͕ϬϬϬ͘ϬϬ Ψϰ͕ϬϬϬ͘ϬϬ
ŽŶĐƌĞƚĞƵƌďΘ'ƵƚƚĞƌϮϰͲ/ŶĐŚdLJƉĞ ϴ͕ϬϱϬ >& Ψϭϱ͘ϬϬ ΨϭϮϬ͕ϳϱϬ͘ϬϬ ϱϬй ϱϬй ΨϲϬ͕ϯϳϱ͘ϬϬ ΨϲϬ͕ϯϳϱ͘ϬϬ ΨϭϮϬ͕ϳϱϬ͘ϬϬ
ŽŶĐƌĞƚĞƵƌďΘ'ƵƚƚĞƌ^ƉĞĐŝĂůϮϰͲ/ŶĐŚdLJƉĞ ϰϭϬ >& Ψϭϴ͘ϬϬ Ψϳ͕ϯϴϬ͘ϬϬ ϱϬй ϱϬй Ψϯ͕ϲϵϬ͘ϬϬ Ψϯ͕ϲϵϬ͘ϬϬ Ψϳ͕ϯϴϬ͘ϬϬ
ϯϲͲ/ŶĐŚŽŶĐƌĞƚĞ'ƵƚƚĞƌ ϭϳϬ >& ΨϯϬ͘ϬϬ Ψϱ͕ϭϬϬ͘ϬϬ ϱϬй ϱϬй ΨϮ͕ϱϱϬ͘ϬϬ ΨϮ͕ϱϱϬ͘ϬϬ Ψϱ͕ϭϬϬ͘ϬϬ
Ws D EdDZ</E'^
DĂƌŬŝŶŐ>ŝŶĞ ƉŽdžLJϰͲ/ŶĐŚ ϭϱ͕Ϯϱϱ >& ΨϬ͘ϳϱ Ψϭϭ͕ϰϰϭ͘Ϯϱ ϱϬй ϱϬй Ψϱ͕ϳϮϬ͘ϲϯ Ψϱ͕ϳϮϬ͘ϲϯ Ψϭϭ͕ϰϰϭ͘Ϯϱ
DĂƌŬŝŶŐ>ŝŶĞ ƉŽdžLJϴͲ/ŶĐŚ Ϯ͕Ϯϭϳ >& Ψϭ͘ϬϬ ΨϮ͕Ϯϭϳ͘ϬϬ ϱϬй ϱϬй Ψϭ͕ϭϬϴ͘ϱϬ Ψϭ͕ϭϬϴ͘ϱϬ ΨϮ͕Ϯϭϳ͘ϬϬ
DĂƌŬŝŶŐƌƌŽǁ ƉŽdžLJ ϭϳ ĂĐŚ ΨϮϱϬ͘ϬϬ Ψϰ͕ϮϱϬ͘ϬϬ ϱϬй ϱϬй ΨϮ͕ϭϮϱ͘ϬϬ ΨϮ͕ϭϮϱ͘ϬϬ Ψϰ͕ϮϱϬ͘ϬϬ
DĂƌŬŝŶŐtŽƌĚ ƉŽdžLJ ϯ ĂĐŚ ΨϯϬϬ͘ϬϬ ΨϵϬϬ͘ϬϬ ϱϬй ϱϬй ΨϰϱϬ͘ϬϬ ΨϰϱϬ͘ϬϬ ΨϵϬϬ͘ϬϬ
DĂƌŬŝŶŐ^LJŵďŽů ƉŽdžLJ ϭϮ ĂĐŚ ΨϮϮϱ͘ϬϬ ΨϮ͕ϳϬϬ͘ϬϬ ϱϬй ϱϬй Ψϭ͕ϯϱϬ͘ϬϬ Ψϭ͕ϯϱϬ͘ϬϬ ΨϮ͕ϳϬϬ͘ϬϬ
DĂƌŬŝŶŐ^ƚŽƉ>ŝŶĞ ƉŽdžLJϭϴͲ/ŶĐŚ ϰϱ >& Ψϭϭ͘ϱϬ Ψϱϭϳ͘ϱϬ ϱϬй ϱϬй ΨϮϱϴ͘ϳϱ ΨϮϱϴ͘ϳϱ Ψϱϭϳ͘ϱϬ
DĂƌŬŝŶŐŝĂŐŽŶĂů ƉŽdžLJϭϮͲ/ŶĐŚ ϵϱ >& Ψϴ͘ϳϱ Ψϴϯϭ͘Ϯϱ ϱϬй ϱϬй Ψϰϭϱ͘ϲϯ Ψϰϭϱ͘ϲϯ Ψϴϯϭ͘Ϯϱ
DĂƌŬŝŶŐŚĞǀƌŽŶ ƉŽdžLJϮϰͲ/ŶĐŚ ϭϮϳ >& ΨϭϮ͘ϱϬ Ψϭ͕ϱϴϳ͘ϱϬ ϱϬй ϱϬй Ψϳϵϯ͘ϳϱ Ψϳϵϯ͘ϳϱ Ψϭ͕ϱϴϳ͘ϱϬ
DĂƌŬŝŶŐƌŽƐƐǁĂůŬ ƉŽdžLJdƌĂŶƐǀĞƌƐĞ>ŝŶĞϲͲ/ŶĐŚ ϭϭϬ >& Ψϵ͘ϱϬ Ψϭ͕Ϭϰϱ͘ϬϬ ϱϬй ϱϬй ΨϱϮϮ͘ϱϬ ΨϱϮϮ͘ϱϬ Ψϭ͕Ϭϰϱ͘ϬϬ
DĂƌŬŝŶŐƵƌď ƉŽdžLJ Ϯϯϱ >& ΨϭϬ͘ϬϬ ΨϮ͕ϯϱϬ͘ϬϬ ϱϬй ϱϬй Ψϭ͕ϭϳϱ͘ϬϬ Ψϭ͕ϭϳϱ͘ϬϬ ΨϮ͕ϯϱϬ͘ϬϬ
DĂƌŬŝŶŐ/ƐůĂŶĚEŽƐĞ ƉŽdžLJ ϱ ĂĐŚ ΨϮϬϬ͘ϬϬ Ψϭ͕ϬϬϬ͘ϬϬ ϱϬй ϱϬй ΨϱϬϬ͘ϬϬ ΨϱϬϬ͘ϬϬ Ψϭ͕ϬϬϬ͘ϬϬ
ϮϬϭϲͲϭϮϯͺd,WŽƵŶƚLJŽƐƚ^ŚĂƌĞͺĨŝŶĂůͺϮϬϭϵͲϬϵͲϮϰ WĂŐĞϭͬϮ
ƐƚŝŵĂƚĞŽĨWƌŽďĂďůĞWƌŽũĞĐƚŽƐƚ
d,W;tŽŽĚƐZŽĂĚƚŽd,DͿ
ŝƚLJŽĨsĞƌŽŶĂ/ϮϬϭϲͲϭϮϯ
^ĞƉƚĞŵďĞƌϮϰ͕ϮϬϭϵ
Žs^Ɖůŝƚ ĂŶĞŽ^Ɖůŝƚ Žs^Ɖůŝƚ ĂŶĞŽ^Ɖůŝƚ
ƐƚŝŵĂƚĞ ƐƚŝŵĂƚĞ
/ƚĞŵη /ƚĞŵ YƵĂŶƚŝƚLJ hŶŝƚƐ hŶŝƚŽƐƚ dŽƚĂů й й Ψ Ψ dŽƚĂů EŽƚĞƐ
^/'E'
WŽƐƚƐtŽŽĚϰdžϲͲ/ŶĐŚϭϮͲ&d ϭ ĂĐŚ Ψϲϱ͘ϬϬ Ψϲϱ͘ϬϬ ϱϬй ϱϬй ΨϯϮ͘ϱϬ ΨϯϮ͘ϱϬ Ψϲϱ͘ϬϬ
WŽƐƚƐtŽŽĚϰdžϲͲ/ŶĐŚϭϰͲ&d ϯϵ ĂĐŚ Ψϳϱ͘ϬϬ ΨϮ͕ϵϮϱ͘ϬϬ ϱϬй ϱϬй Ψϭ͕ϰϲϮ͘ϱϬ Ψϭ͕ϰϲϮ͘ϱϬ ΨϮ͕ϵϮϱ͘ϬϬ
WŽƐƚƐtŽŽĚϰdžϲͲ/ŶĐŚϭϲͲ&d Ϯ ĂĐŚ Ψϴϱ͘ϬϬ ΨϭϳϬ͘ϬϬ ϱϬй ϱϬй Ψϴϱ͘ϬϬ Ψϴϱ͘ϬϬ ΨϭϳϬ͘ϬϬ
^ŝŐŶƐdLJƉĞ//ZĞĨůĞĐƚŝǀĞ, ϮϮϱ͘ϯϵ ^& ΨϮϬ͘ϬϬ Ψϰ͕ϱϬϳ͘ϴϬ ϱϬй ϱϬй ΨϮ͕Ϯϱϯ͘ϵϬ ΨϮ͕Ϯϱϯ͘ϵϬ Ψϰ͕ϱϬϳ͘ϴϬ
^ŝŐŶƐdLJƉĞ//ZĞĨůĞĐƚŝǀĞ& ϭϴ͘ϬϬ ^& ΨϯϬ͘ϬϬ ΨϱϰϬ͘ϬϬ ϱϬй ϱϬй ΨϮϳϬ͘ϬϬ ΨϮϳϬ͘ϬϬ ΨϱϰϬ͘ϬϬ
>/',d/E'
KEh/dZ/'/EKED d>>/^, h> ϰϬϮͲ/E, ϭ͕ϳϮϮ >͘&͘ Ψϲ͘ϱϬ Ψϭϭ͕ϭϵϯ͘ϬϬ ϭϬϬй Ϭй Ψϭϭ͕ϭϵϯ͘ϬϬ ΨͲ Ψϭϭ͕ϭϵϯ͘ϬϬ
KEh/dZ/'/EKED d>>/^, h> ϰϬϯͲ/E, ϳϰϲ >͘&͘ Ψϳ͘ϱϬ Ψϱ͕ϱϵϱ͘ϬϬ ϭϬϬй Ϭй Ψϱ͕ϱϵϱ͘ϬϬ ΨͲ Ψϱ͕ϱϵϱ͘ϬϬ
WƵůůŽdžĞƐEŽŶͲŽŶĚƵĐƚŝǀĞϮϰdžϰϮͲ/ŶĐŚ ϯ ĂĐŚ Ψϭ͕ϱϬϬ͘ϬϬ Ψϰ͕ϱϬϬ͘ϬϬ ϭϬϬй Ϭй Ψϰ͕ϱϬϬ͘ϬϬ ΨͲ Ψϰ͕ϱϬϬ͘ϬϬ
KEZ d ^ ^dzW ϱ ϭϬ ĂĐŚ ΨϳϬϬ͘ϬϬ Ψϳ͕ϬϬϬ͘ϬϬ ϭϬϬй Ϭй Ψϳ͕ϬϬϬ͘ϬϬ ΨͲ Ψϳ͕ϬϬϬ͘ϬϬ
KEZ d KEdZK>/E d^ dzW >ϯϬ ϭ ĂĐŚ Ψϭ͕ϱϬϬ͘ϬϬ Ψϭ͕ϱϬϬ͘ϬϬ ϭϬϬй Ϭй Ψϭ͕ϱϬϬ͘ϬϬ ΨͲ Ψϭ͕ϱϬϬ͘ϬϬ
ůĞĐƚƌŝĐĂůtŝƌĞ>ŝŐŚƚŝŶŐϭϮt' ϯ͕ϭϰϰ >& ΨϬ͘ϲϱ ΨϮ͕Ϭϰϯ͘ϲϬ ϭϬϬй Ϭй ΨϮ͕Ϭϰϯ͘ϲϬ ΨͲ ΨϮ͕Ϭϰϯ͘ϲϬ
ůĞĐƚƌŝĐĂůtŝƌĞ>ŝŐŚƚŝŶŐϴt' ϵ͕ϰϮϬ >͘&͘ ΨϬ͘ϴϬ Ψϳ͕ϱϯϲ͘ϬϬ ϭϬϬй Ϭй Ψϳ͕ϱϯϲ͘ϬϬ ΨͲ Ψϳ͕ϱϯϲ͘ϬϬ
ůĞĐƚƌŝĐĂů^ĞƌǀŝĐĞDĞƚĞƌƌĞĂŬĞƌWĞĚĞƐƚĂůd,W>ŝŐŚƚŝŶŐ ϭ >^ Ψϭ͕ϴϬϬ͘ϬϬ Ψϭ͕ϴϬϬ͘ϬϬ ϭϬϬй Ϭй Ψϭ͕ϴϬϬ͘ϬϬ ΨͲ Ψϭ͕ϴϬϬ͘ϬϬ
>ƵŵŝŶĂŝƌĞƐhƚŝůŝƚLJ> ϮϬ ĂĐŚ ΨϯϱϬ͘ϬϬ Ψϳ͕ϬϬϬ͘ϬϬ ϭϬϬй Ϭй Ψϳ͕ϬϬϬ͘ϬϬ ΨͲ Ψϳ͕ϬϬϬ͘ϬϬ
dƌĂŶƐƉŽƌƚĂŶĚ/ŶƐƚĂůůŽƌƌŝĚŽƌ>ŝŐŚƚŝŶŐDĂƚĞƌŝĂůƐ ϭ >^ ΨϭϬ͕ϬϬϬ͘ϬϬ ΨϭϬ͕ϬϬϬ͘ϬϬ ϭϬϬй Ϭй ΨϭϬ͕ϬϬϬ͘ϬϬ ΨͲ ΨϭϬ͕ϬϬϬ͘ϬϬ
dƌĂŶƐĨŽƌŵĞƌĂƐĞƐƌĞĂŬĂǁĂLJϭϭϭͬϮͲ/ŶĐŚŽůƚŝƌĐůĞ ϭϬ ĂĐŚ ΨϱϬϬ͘ϬϬ Ψϱ͕ϬϬϬ͘ϬϬ ϭϬϬй Ϭй Ψϱ͕ϬϬϬ͘ϬϬ ΨͲ Ψϱ͕ϬϬϬ͘ϬϬ
WŽůĞƐdLJƉĞϱͲůƵŵŝŶƵŵ ϭϬ ĂĐŚ Ψϭ͕ϬϬϬ͘ϬϬ ΨϭϬ͕ϬϬϬ͘ϬϬ ϭϬϬй Ϭй ΨϭϬ͕ϬϬϬ͘ϬϬ ΨͲ ΨϭϬ͕ϬϬϬ͘ϬϬ
>ƵŵŝŶĂŝƌĞƌŵƐ^ŝŶŐůĞŵĞŵďĞƌϰϭͬϮͲ/ŶĐŚůĂŵƉϲͲ&d ϮϬ ĂĐŚ ΨϮϱϬ͘ϬϬ Ψϱ͕ϬϬϬ͘ϬϬ ϭϬϬй Ϭй Ψϱ͕ϬϬϬ͘ϬϬ ΨͲ Ψϱ͕ϬϬϬ͘ϬϬ
>ŝŐŚƚŝŶŐŽŶƚƌŽůĂďŝŶĞƚϭϮϬͬϮϰϬϯϬͲ/ŶĐŚ ϭ ĂĐŚ Ψϳ͕ϬϬϬ͘ϬϬ Ψϳ͕ϬϬϬ͘ϬϬ ϭϬϬй Ϭй Ψϳ͕ϬϬϬ͘ϬϬ ΨͲ Ψϳ͕ϬϬϬ͘ϬϬ
^hZs z/E'
>ĂŶĚŵĂƌŬZĞĨĞƌĞŶĐĞDŽŶƵŵĞŶƚƐ Ϯ ĂĐŚ Ψϭ͕ϬϬϬ͘ϬϬ ΨϮ͕ϬϬϬ͘ϬϬ ϱϬй ϱϬй Ψϭ͕ϬϬϬ͘ϬϬ Ψϭ͕ϬϬϬ͘ϬϬ ΨϮ͕ϬϬϬ͘ϬϬ
ŽŶƐƚƌƵĐƚŝŽŶ^ƚĂŬŝŶŐ ϭ >^ Ψϲϱ͕ϬϬϬ͘ϬϬ Ψϲϱ͕ϬϬϬ͘ϬϬ ϱϬй ϱϬй ΨϯϮ͕ϱϬϬ͘ϬϬ ΨϯϮ͕ϱϬϬ͘ϬϬ Ψϲϱ͕ϬϬϬ͘ϬϬ
DK/>/d/KE
DŽďŝůŝnjĂƚŝŽŶĂŶĚŽŶƚƌĂĐƚĚŵŝŶŝƐƚƌĂƚŝŽŶ ϭ ĂĐŚ ΨϭϬϬ͕ϬϬϬ͘ϬϬ ΨϭϬϬ͕ϬϬϬ͘ϬϬ ϱϬй ϱϬй ΨϱϬ͕ϬϬϬ͘ϬϬ ΨϱϬ͕ϬϬϬ͘ϬϬ ΨϭϬϬ͕ϬϬϬ͘ϬϬ
>E^W/E'
dƌĞĞƐ ϵϴ ĂĐŚ ΨϲϮϱ͘ϬϬ Ψϲϭ͕ϮϱϬ͘ϬϬ ϭϬϬй Ϭй Ψϲϭ͕ϮϱϬ͘ϬϬ ΨͲ Ψϲϭ͕ϮϱϬ͘ϬϬ
^ŚƌƵďƐ ϰϲ ĂĐŚ Ψϳϱ͘ϬϬ Ψϯ͕ϰϱϬ͘ϬϬ ϭϬϬй Ϭй Ψϯ͕ϰϱϬ͘ϬϬ ΨͲ Ψϯ͕ϰϱϬ͘ϬϬ
/E/ Ed>KE^dZhd/KE
ZĂŝnjĞƌĞƐŝĚĞŶƚĂůĚǁĞůůŝŶŐƐ Ϯ ĂĐŚ ΨϮϬ͕ϬϬϬ͘ϬϬ ΨϰϬ͕ϬϬϬ͘ϬϬ ϭϬϬй Ϭй ΨϰϬ͕ϬϬϬ͘ϬϬ ΨͲ ΨϰϬ͕ϬϬϬ͘ϬϬ
^hdKd>^
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SECOND AMENDMENT TO
INTERGOVERNMENTAL AGREEMENT
FINAL DESIGN OF COUNTY TRUNK HIGHWAY M (CTH M)
FROM PRAIRIE HILL ROAD TO CROSS COUNTRY ROAD
WHEREAS, Dane County, City of Verona and the City of Madison (the “Parties”) previously entered
into an agreement captioned “AGREEMENT FOR THE PRELIMINARY DESIGN OF COUNTY
TRUNK HIGHWAY M (CTH M) FROM PRAIRIE HILL ROAD TO CROSS COUNTRY ROAD”
(“Preliminary Design Agreement”) which was fully executed on November 21, 2011; and,
WHEREAS, the Parties previously entered into an agreement captioned “AGREEMENT FOR THE
FINAL DESIGN OF COUNTY TRUNK HIGHWAY M (CTH M) FROM PRAIRIE HILL ROAD TO
CROSS COUNTRY ROAD” (“Original Final Design Agreement”) which was fully executed on Sep 23,
2014; and,
WHEREAS, the Parties previously entered into an amendment to the Original Final Design
Agreement captioned “AMENDED INTERGOVERNMENTAL AGREEMENT FINAL DESIGN OF
COUNTY TRUNK HIGHWAY M (CTH M) FROM PRAIRIE HILL ROAD TO CROSS COUNTRY
ROAD” (“First Amendment to Final Design Agreement”) which was fully executed on Nov. 15, 2017;
and,
WHEREAS, based upon final design costs, each party’s final share of the total design costs for the
County Trunk Highway M (CTH M) project from Prairie Hill road to Cross Country Road must be further
increased.
NOW, THEREFORE, the Parties enter into this Second Amendment to Intergovernmental Agreement
Final Design of County Trunk Highway M (CTH M) From Prairie Hill Road to Cross Country Road
(“Second Amendment to Final Design Agreement”) as follows:
1. Each party’s final share of the total design costs of the Project are as follows:
Dane County City of Verona City of Madison Total
Preliminary $217,000 $74,000 $143000 $434,000
Design
Agreement
Original Final $520,000 $191,000 $408,000 $1,119,000
Design
Agreement
First Amendment $315,115 $101,965 $218,415 $635,495
to Final Design
Agreement
Second $160,785 $53,035 $75,585 $289,405
Amendment to
Final Design
Agreement
New Total $1,212,900 $420,000 $845,000 $2,477,900
Design Costs
2. All other terms of the Preliminary Design Agreement, the Original Final Design Agreement, and
the First Amendment to the Final Design Agreement not changed by this Second Amendment,
shall remain in full force and effect.
IN WITNESS WHEREOF, the parties have executed this AGREEMENT effective as of the last date of
signatures below.
FOR THE COUNTY:
Date Signed:_____________________________ ____________________________________
Joe Parisi, Dane County Executive
Date Signed:_____________________________ ____________________________________
Scott McDonnell, Dane County Clerk
FOR THE CITY OF MADISON
Date Signed:_____________________________ ____________________________________
Satya Rhodes-Conway, Mayor
Date Signed:_____________________________ ____________________________________
Maribeth Witzel-Behl, City Clerk
Countersigned:
Date Signed:_____________________________ ____________________________________
Dave Schmiedicke, Finance Director
Approved as to Form:
Date Signed:_____________________________ ____________________________________
Michael May, City Attorney
Execution of this Agreement by the City was authorized by Resolution Enactment No. RES-___-______, ID No. __________,
adopted by the Common Council of the City of Madison on ________________, 20____.
FOR THE CITY OF VERONA:
Date Signed:_____________________________ ____________________________________
Luke Diaz, Mayor
Date Signed:_____________________________ ____________________________________
Ellen Clark, City Clerk
AECOM Project Name: Verona Wastewater master Plan Phase II
AECOM Project No.: 60561507
Amendment No.: 1
City of Verona
September 23, 2109
Amendment
This Amendment No. 1, with an effective date of September 23, 2019 is issued under the Consulting Services
Agreement (“Agreement”) dated December 18, 2017 by and between City of Verona, a Wisconsin Municipality
(“Client”) and AECOM Technical Services, Inc. (“AECOM”); each also referred to individually as a “Party” and
collectively as “Parties”. This Amendment modifies the Agreement as follows:
1. Changes to the Services:
See Exhibit A – Amended Scope of Work Description
2. Change to Deliverables:
None
3. Change in Project Schedule (attach schedule if appropriate):
None
4. Change in AECOM’s Compensation:
The Services set forth in this Amendment will be compensated on the following basis:
[] No change to Compensation
[] Time & Material (See Exhibit B for the Hourly Labor Rate Schedule)
[ X] Time and Materials with a Not- to-Exceed amount of ($ 9,250). The Hourly Labor Rate Schedule is
set forth in EXHIBIT B (if applicable). Reimbursable expenses are included in the overall Not to Exceed cap.
[] Lump Sum [$]
Milestone/Deliverable & Date Payment Amount
$
[] Cost Plus Fixed Fee: [Cost $ and Fee $]
U.S. Consulting Services Agreement – Amendment (March 19, 2018)
Page 1 of 2
AECOM Project Name: Verona Wastewater master Plan Phase II
AECOM Project No.: 60561507
Amendment No.: 1
City of Verona
September 23, 2109
Therefore, the total authorized Compensation, inclusive of this Amendment is $9,250
5. Project Impact:
None
6. Other Changes (including terms and conditions):
None
7. All other terms and conditions of the Agreement remain unchanged.
8. Each Party represents that the person executing this Amendment has the necessary legal authority to
do so on behalf of the respective Party.
AECOM Technical Services, Inc. CLIENT: City of Verona
Signature Signature
Thomas J. Holtan Luke Diaz
Printed Name Printed Name
Wisconsin Water Leader Mayor
Printed Title Printed Title
September, 11, 2019
Date Date
Address Address
1350 Deming Way, Suite 100 111 Lincoln Street
Middleton, WI 53562 Verona, WI 53593
____________________________________ ____________________________________
____________________________________ ____________________________________
[End of the Amendment]
U.S. Consulting Services Agreement – Amendment (March 19, 2018)
Page 2 of 2
Exhibit A
The City and AECOM agreed upon a scope, schedule, and fee to prepare the Verona Wastewater Master Plan –
Sanitary Sewer Analysis Phase II Report in December 2017. To finish the project, additional work was
completed outside of the original scope and fee. Some of this out of scope work was absorbed into the original
project budget; however, not all the out of scope work could be covered in the original budget. The following is a
description of scope changes that occurred during the project:
Amendment Task #1: Add East Basin to the PS17 Service Area – 40 hours, $3,950
After modeling was complete, the City was notified by Madison Metropolitan Sewerage District (MMSD) that a
portion of the proposed East Basin was not included in the PS17 service area, resulting in project rework. Sub-
tasks included:
Amend the proposed East Basin to split into two basins; North Basin & East Basin
Determine preliminary layout for sewer service for North Basin
Revised sewer service for East Basin
Prepare preliminary layout for a proposed lift station in the North Basin
Update sewer system model for revised basins and sewer layout
Calibrate sewer model for revised basin flows for wet weather
Updated report and figures to include a separate system discharging to a MMSD interceptor and
revised future development areas, pipe sizes, and lift station depths.
Amendment Task #2: Eastview Heights and Military Ridge Relief Sewer Evaluation – 140 hours, $8,800
City requested two alternatives be evaluated for relief sewers to bypass Eastview Heights and Military Ridge
Subdivisions to alleviate flooding/ surcharging issues in the existing system. This request was not included in the
original scope of services. Sub-tasks included:
Updated and calibrated two different model runs to determine pipe sizes and upgrades necessary to
accommodate the projected flows.
Prepared two additional maps and revised three other maps for inclusion in the report.
Prepared two additional sections in the final report to detail the results and impacts of the relief sewer
alternatives, timing of the construction, and additional infrastructure required for the alternatives to be
implemented.
Total Cost Impact of Out of Scope Work $12,750
Original Budget Available to be Used for Out of Scope Work - $3,500
Total Amendment #1 Fee $9,250
The above mentioned rework completes all of the work associated with this project. All deliverables have been
provided to the City.
1/1
Gateway Pond
Praire Oaks Pond
Silent Street Pond
Proposed Lincoln
Street Detention Basin
Legend
Proposed Lincoln Street Detention Basin
Existing Detention Basin
Existing Storm Sewer System
Subwatersheds
BMP Drainage Basins
Prairie Oaks Pond
BC #: 152518 9/16/2019
Gateway Pond
Subwatersheds Map
Silent Street Pond Lincoln Street Detention Basin
City of Verona, WI
Lincoln Street Detention Basin
E. Verona Avenue Sump
0
´
400 800
Franklin Street Stormceptor
Feet
LEGEND
EXISTING CONTOUR
WETLAND BOUNDARY
PROPOSED CONTOUR
PROPOSED WET POOL AREA
PROPOSED THERMAL MITIGATION
100YR STORM WATER ELEVATION
EXISTING 959.5
PROPOSED 959.5
100YR STORM WATER ELEVATION
EXISTING 956.7
PROPOSED 956.7
CITY HALL
NORMAL WATER
EL. 949.0± WETLAND BOUNDARY
CHANNEL DIVERSION
WILLIAM ST
LINCOLN ST 100YR STORM WATER ELEVATION
EXISTING 953.2
PROPOSED 954.3
DIVERSION OVERFLOW
FIGURE 1
EL. 952.5 CONCEPTUAL SITE PLAN
LINCOLN STREET DETENTION BASIN
ROCK CRIB
THERMAL MITIGATION CITY OF VERONA, WI
POND OUTLET
100YR STORM WATER ELEVATION
0 50 100
EXISTING 953.2
PROPOSED 953.2 SCALE IN FEET 9/12/19
LEGEND
WETLAND BOUNDARY
PROPOSED CONTOUR
PROPOSED WET POOL AREA
PROPOSED THERMAL MITIGATION
nd4 XX
E End20.05
XPSWMM MODEL NODE
Up House Node120 W End
CITY HALL NORMAL WATER
EL. 949.0±
2.8
CHANNEL DIVERSION
WILLIAM ST
2.6
LINCOLN ST
ROCK CRIB
THERMAL MITIGATION
WETLAND BOUNDARY
DIVERSION OVERFLOW POND OUTLET 2.4
EL. 952.5
FIGURE 2
XPSWMM MODEL LAYOUT
LINCOLN STREET DETENTION BASIN
CITY OF VERONA, WI
2.1
nd3
0 100 200
SCALE IN FEET 9/12/19
Initial WinSLAMM Results
Lincoln Street Storm Water Facility Design
City of Verona, WI
Total Total Total
Total Influent Effluent TSS TSS Influent Effluent TP
TSS Load Load Removed TP Load TP Load Removed Bypass
Scenario tons/year tons/year tons/year % Reduction lbs/year lbs/year lbs/year % Reduction NWL Outlet Weir Elev
Wet Pond Only 57 21 36 64% 435 271 164 38% 950 2' Orifice 952.5
Increased Wet Pond - 10% 57 20 37 65% 435 266 169 39% 950 2' Orifice 952.5
Increased Wet Pond - 25% 57 19 38 67% 435 260 175 40% 950 2' Orifice 952.5
Decreased Wet Pond - 10% 57 21 35 62% 435 274 161 37% 950 2' Orifice 952.5
Decreased Wet Pond - 25% 57 23 34 59% 435 281 154 35% 950 2' Orifice 952.5
Adjusted Weir - 752 57 21 36 63% 435 270 165 38% 950 2' Orifice 952.0
Adjusted Weir - 753 57 21 36 64% 435 269 166 38% 950 2' Orifice 953.0
Adjusted Orifice - 1.5' 57 19 37 66% 435 262 173 40% 950 1.5' Orifice 953.0
Current Conceptual Layout
Lengthened Weir @ Elev 752.5 57 22 35 61% 435 275 160 37% 949 2' Orifice 952.5
Lengthened Weir @ Elev 752.5, V-notch Outlet 57 18 38 67% 435 258 177 41% 949 45deg V-notch 952.5
\\bcmilfp01\projects\Verona City of\152518_Lincoln St Detention Basin Design\080_Design\Modeling\Results\
9/17/2019 WinSLAMM Results Working.xlsx
Lincoln Street Channel Peak WSEs - 2-year, 24-hr Storm Event
Lincoln Street Storm Water Facility Design
City of Verona, WI
Proposed Conditions
Existing Conditions Existing Conditions with Lincoln Street Storm
without City Hall Biofilter with City Hall Biofilter Water Facility
XPSWMM Channel Flowline Maximum Maximum Maximum
Model Node Location Elevation Peak WSE Flow Depth Peak WSE Flow Depth Peak WSE Flow Depth
Confluence of Lincoln St Channel & Badger
nd3 939.7 947.36 7.7 947.35 7.7 947.34 7.6
Mill Creek
30' Upstream of Confluence of Lincoln St
2.1 942.0 947.36 5.4 947.35 5.4 947.34 5.3
Channel & Badger Mill Creek
Approximate Storm Water Facility
2.4 945.2 948.45 3.2 948.45 3.3 947.34 2.1
Dishcharge Location
Approximate Storm Water Facility Diversion
2.6 950.0 949.46 -0.5 949.46 -0.5 953.04 3.0
Location
2.8 260' downstream of Lincoln St
951.4 953.96 2.6 953.96 2.6 954.03 2.6
E End20.05 Downstream End of Lincoln St Culvert 953.3 955.40 2.1 955.40 2.1 955.40 2.1
W End Upstream End of Lincoln St Culvert
953.6 956.22 2.6 956.22 2.6 956.22 2.6
Node120 10' upstream of Lincoln St
955.1 956.58 1.5 956.58 1.5 956.34 1.2
Up House 70' upstream of Lincoln St
955.3 957.15 1.8 957.15 1.8 957.08 1.8
Downstream Side of Military Ridge Trail
nd4 956.2 958.44 2.2 958.44 2.2 958.44 2.2
Bridge
Lincoln Street Channel Peak WSEs - 10-year, 24-hr Storm Event
Lincoln Street Storm Water Facility Design
City of Verona, WI
Proposed Conditions
Existing Conditions Existing Conditions with Lincoln Street Storm
without City Hall Biofilter with City Hall Biofilter Water Facility
XPSWMM Channel Flowline Maximum Maximum Maximum
Model Node Location Elevation Peak WSE Flow Depth Peak WSE Flow Depth Peak WSE Flow Depth
Confluence of Lincoln St Channel & Badger
nd3 939.7 949.84 10.1 949.83 10.1 949.82 10.1
Mill Creek
30' Upstream of Confluence of Lincoln St
2.1 942.0 949.84 7.8 949.83 7.8 949.82 7.8
Channel & Badger Mill Creek
Approximate Storm Water Facility
2.4 945.2 949.85 4.6 949.83 4.6 949.82 4.6
Dishcharge Location
Approximate Storm Water Facility Diversion
2.6 950.0 950.18 0.2 950.18 0.2 953.66 3.7
Location
2.8 260' downstream of Lincoln St
951.4 954.64 3.2 954.64 3.2 954.70 3.3
E End20.05 Downstream End of Lincoln St Culvert 953.3 955.95 2.7 955.95 2.7 955.95 2.7
W End Upstream End of Lincoln St Culvert
953.6 957.38 3.8 957.38 3.8 957.38 3.8
Node120 10' upstream of Lincoln St
955.1 957.66 2.6 957.66 2.6 957.46 2.4
Up House 70' upstream of Lincoln St
955.3 958.02 2.7 958.02 2.7 957.96 2.7
Downstream Side of Military Ridge Trail
nd4 956.2 958.99 2.8 958.99 2.8 958.99 2.8
Bridge
Lincoln Street Channel Peak WSEs - 100-year, 24-hr Storm Event
Lincoln Street Storm Water Facility Design
City of Verona, WI
Proposed Conditions
Existing Conditions Existing Conditions with Lincoln Street Storm
without City Hall Biofilter with City Hall Biofilter Water Facility
XPSWMM Channel Flowline Maximum Maximum Maximum
Model Node Location Elevation Peak WSE Flow Depth Peak WSE Flow Depth Peak WSE Flow Depth
Confluence of Lincoln St Channel & Badger
nd3 939.7 953.19 13.5 953.19 13.5 953.18 13.5
Mill Creek
30' Upstream of Confluence of Lincoln St
2.1 942.0 953.19 11.2 953.19 11.2 953.18 11.2
Channel & Badger Mill Creek
Approximate Storm Water Facility
2.4 945.2 953.19 8.0 953.20 8.0 953.18 8.0
Dishcharge Location
Approximate Storm Water Facility Diversion
2.6 950.0 953.19 3.2 953.20 3.2 954.47 4.5
Location
2.8 260' downstream of Lincoln St
951.4 955.49 4.1 955.49 4.1 955.50 4.1
E End20.05 Downstream End of Lincoln St Culvert 953.3 956.70 3.4 956.70 3.4 956.71 3.4
W End Upstream End of Lincoln St Culvert
953.6 959.53 5.9 959.53 5.9 959.54 5.9
Node120 10' upstream of Lincoln St
955.1 959.74 4.6 959.74 4.6 959.60 4.5
Up House 70' upstream of Lincoln St
955.3 959.77 4.5 959.77 4.5 959.64 4.3
Downstream Side of Military Ridge Trail
nd4 956.2 960.04 3.8 960.03 3.8 959.96 3.8
Bridge
26’ ROW
M
66’ ROW
rail
ge T
Ran
Chapel Royal Dr
Westminster Way
Cathedral Point Dr
Whispering Pines Way
Revised: 7.31.19 0' 200'
VANDEWALLE & ASSOCIATES INC.
© 2019
EXHIBIT I: THE WOODS AT CATHEDRAL POINT
STREET RIGHT-
OF-WAY WIDTHS VERONA, WISCONSIN
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